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On the recovery of peak ground velocity and peak ground displacement from strong-motion records

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Figure

Figure 1 shows Mwversus the maximum distance at which certain permanent displacements maybe expected for vertical strike-slip faulting.
Figure 2: Schematic of strong-motion transducer pendulum making angle ψ , relative to its supportframe, which in turn is tilted by angle φ , with respect to the fixed gravity vector g
Figure 3: Comparison between corrected displacements of the Pacoima Dam record of the SanFernando earthquake (9/2/1971), using the extended Graizer method with the initial velocity not
Figure 4: Comparison of displacement response spectrum, 5 %record (Coyote Lake,TCU068 NS (Chi-Chi,damping, of a) Gilroy #6 2 3 0◦  Mw=5
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